Irrigation Department Tender
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Irrigation Department Tender
Civil And Construction
Irrigation Work
Eprocure
Opening Date15 Feb 2025
Closing Date21 Feb 2025
Tender Amount₹ 5,09,00,000
Technical
Technical
Class Of Bidder
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Category AA
Bid Capacity
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The bid capacity required in the given tender to bid can be determined using the formula: 2AN - B. Where: A = Maximum Value of Civil Engineering works executed in any one year during the last Five years N = Number of years prescribed for completion of the works for which tenders are invited
B = Value of existing commitments Additionally, the average annual financial turnover required is at least 30% of the COST OF WORK, which can be calculated as 0.3 x COST OF WORK. Given the cost of the work is Rs. 509.00 Lakh, the average annual financial turnover required is at least Rs. 152.70 Lakh. However, the exact numerical value of the bid capacity required using the formula 2AN - B is not provided. The bid capacity required in terms of average annual financial turnover is 30% of the COST OF WORK, which is Rs. 152.70 Lakh for the given cost of work.
Technical Capacity
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The required prior work experience for the bidder is to have successfully completed similar nature of civil works during the last 7 years. The specific requirements are as follows:
- Three similar completed works costing not less than 40% of the estimated cost.
- Two similar completed works costing not less than 50% of the estimated cost.
- One similar completed work costing not less than 80% of the estimated cost.
The experience will be updated by giving 8% simple weightage per year to bring them to the current financial year price level. A work experience certificate should be issued by an officer not below the rank of Executive Engineer.
Costs
EMD
₹ 10,20,000Document Cost
₹ 2,714Tender Fee
Refer Documents
Summary
Construction Of Spur At Km. 26.250 On Ballia Bairiya Bund (n.h.31)
Description
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Contact
Tender Id
2025_UPIDC_1006653_21Tender No
07/S.E./2024-25Tender Authority
Irrigation Department ViewPurchaser Address
-Website
http://http://idup.gov.in/
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Documents
BOQ Items
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Providing and Laying of Mzp stone boulder (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh 0.45m High Gabion Boxes/Crate of BIS standard class 2 as per IS 16014: 2024 of required sizes 3.00x2.00x0.45m (1 no. diaphragm size 3x0.45m along the gabion length and 2 No. diaphragms size 2x0.45 across the length of Gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabion wall including all material, labour, T&P, carrage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge.
5119.2
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Supplying and laying of Geo textile sheet made of 200 gsm woven multifilament polypropyiene yarn including preparation of sub grade for slope pitching including cost of material labour ,T&P etc.
3284.7
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Providing and laying local earth over Geo textile sheet on slope pitching including cost labour T&P etc.
447.9
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Providing and Laying of Mzp stone boulder (25 to 40 kg minimum dimension 200mm) in Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh 0.45m High Gabion Boxes/Crate of BIS standard class 2 as per IS 16014: 2024 of required sizes 3.00x1.00x0.45m ( 2 No. diaphragms size 2x0.45 across the length of Gabion) Mesh Type 10.00x12.00cm having Zinc and polymer coated, Mesh Wire dia. 2.7/3.7mm (ID/OD), edged/Selvedge dia 3.4/4.4mm (ID/OD) with partitions at every 1m interval and shall have minimum 10 No. of opening per mtr. of mesh perpendicular twist tying with lacing wire of dia 2.2/3.2mm (ID/OD) of construction of launching apron and Gabion wall including all material, labour, T&P, carrage, loading, unloading, Royality, all taxes but excluding GST etc. and tying with lacing wire all complete as per directions of engineer-in-charge.
1313.3
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Brick on edge soling on top of shank of spur including preparation of subgrade and filling joints with local sand including cost of all materials and labour Tand P etc.
210
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